樓蓋 的英文怎麼說

中文拼音 [lóugě]
樓蓋 英文
floor system
  • 樓 : 1 （樓房） a storied building 2 （樓房的一層） floor; storey 3 （房屋或其他建築物上加蓋的一層房子...
  • 蓋 : 蓋名詞（姓氏） a surname
  1. Crack - control of aeolotropic hollow slabs in orthogonal in - site concreting deck floors in the construction of large - pillar - net structure of reinforced concrete

    大柱網現澆混凝土框架正交異性空心大板樓蓋的裂縫控制
  2. Code for design of anti - microvibration of multistory factory floor

    多層廠房樓蓋抗微振設計規范
  3. The deformation of the waffle slab can be calcu1ated by using the tab1es of two - - way so1id s1ab. but with a changing flexural rigidity coefficient, which was very c1ose to the test va1ue in the uncracked and cracked stages

    根據試驗結果，用極限平衡法可以便捷和較為準確地求得雙向密肋樓蓋的極限平衡荷載；提出了利用雙向板表格計算雙向密肋樓蓋的變形。
  4. Elasticity analysis on slab

    無梁樓蓋的彈性分析
  5. Analysis on structure and force principle of composite box - grider bridge with corrugated steel webs

    組合樓蓋豎向承重體系中樓板變形及內力分析
  6. From above analysis, it is proved that, because the internal force distribution of cast - in - situ concrete hollow floor is notably different to that of waffle slabs, designed as grillage beams and reinforced by these results, the technical advantage of this structure may not be exerted sufficiently so that leading to the increase of reinforcement

    通過以上分析證實，由於現澆空心樓蓋的與肋梁樓蓋具有顯著不同的內力分佈規律，現澆空心板按梁格進行計算並配筋，將不能充分發揮該結構的技術優勢，導致配筋量的增加。
  7. The method that discussed here is also suitable for joist floors. the theory basis is applied for understanding the inner load, displacement, and its varying regulation of the structure

    所述方法基本也適用於密肋樓蓋，也為深入理解該類結構的內力、位移及其變化規律提供了一些理論依據。
  8. The result of load testing indicated that there were no obvious differences in behavior between this tested floor and ordinary floor, and broadened joints between precast slabs and setting many joints have no obvious influence on the behavior of the superposed floor

    荷載試驗結果表明，本試驗樓蓋受力狀態與普通雙向板沒有明顯差別，寬拼縫及多條拼縫的設置並未對樓蓋的受力造成明顯的影響。
  9. The possible shear of the upper chord will change beam from flexural member to member under flexure and compression force. this is emphasised through design example. as a result ， we find that composite floor system is good for reducing the height of floor system

    在組合樓蓋體系設計中，筆者指出，可能的桁架弦桿剪力會使作為桁架弦桿側向支承的梁由彎曲構件變為壓彎構件，這是在與桁架體系相適應的樓蓋體系設計中應該注意的一個環節。
  10. Geometric parameters of this floor with both box filler and tube filler are analyzed respectively

    分別對角點支承現澆薄壁箱體和薄壁筒芯兩種不同內膜的空心樓蓋作了幾何參數分析。
  11. With the study of the ability of unbounded ppc structure and the development of materials of unbounded ppc and the technique of light jack, the advantage of unbounded ppc structure has been widely recognized

    隨著對無粘結預應力結構性能的研究，無粘結材料供應充足和輕型張拉千斤頂技術的發展，以及無粘結預應力樓蓋在高層建築結構中的普及，無粘結預應力混凝土結構的優點已得到廣泛的認可。
  12. Secondly, from the ways of vertical resistant structural systems, floor structure systems, preserving systems, craftwork systems, and so on, this paper further analyses the appropriate steel structural technologies for tall buildings in above ways, and puts forward the strategies on how to combine steel structural technologies with tall building ' s plan forms, spaces, shape, details and so on

    論文進一步對鋼結構體系高層建築適宜技術涉及到的豎向結構系統、樓蓋系統、防護技術、材料技術以及工藝技術等具體內容作了分析研究，並歸納出了鋼結構高層建築各系統相應的適宜技術；提出了結合適宜技術的鋼結構體系高層建築平面模式、建築空間形式與利用、藝術造型與表現、細部技術與藝術處理等設計策略。
  13. Definition of the wood - frame - construction house : one kind of frame - construction house, the wall and the floor and the roof of which are made of the structural wood - based panel and the specific timber, distance between each is less than 600 millimeter, jointed by the metal joinsts

    輕型木構小住宅是指：將木基結構板材與間距不大於600mm側立的規格材用金屬件連接成墻體、樓蓋、和屋蓋，並組成框架式結構的住宅，一般為1 ? 3層。
  14. The method for design thin - wall core box cast - in - site concrete hollow floor using common structural computing software is put forward and the scale for the magnifying stiffness coefficient of the spandrel beam and middle beam is discussed

    5 、提出了採用常用的結構計算軟體計算薄壁箱體現澆混凝土空心樓蓋設計的方法，提出了邊梁和中梁剛度放大系數的建議。
  15. The formulation of slab - column system flexure and internal force in elasticity was established according to the known condition of boundary and stress, and the elasticity formulation using the factor of relativity coordinate was simplified

    摘要根據已知的邊界和受力條件，建立無梁樓蓋撓度和內力的彈性分析解，並利用相對坐標引入參數，對此彈性解進針化簡。
  16. Waff1e s1abs with fi l1 ings can be ca1cu1ated with same theory of the waff1e slabs however, there sti11 have been few investigat ' ions on these structures up to now, especia1ly on that of supported periphera1ly. theory ana1yses are carried out in this thesis according to the experimenta1 studies

    使用時，該夾心砌塊保留在樓蓋中，與雙向密肋樓蓋一起形成一種新的雙向密肋夾心樓蓋，既保持了板的底面平整，省去了吊頂，又增加了樓蓋的保溫、隔熱、隔聲效果。
  17. 4. as for the design of this kind of structure mentioned above, the thesis " ana1yzed " systematica1ly the inf1uence of the over1ay of the two - - way reinforcement on its u1timate. 1oad capacity, the deciding of such important factors as the depth - - span ratio and the rib spacing etc

    針對周邊支承雙向密肋夾心樓蓋的設計，本文結合實例，較為系統地分析了兩向鋼筋重疊對樓蓋極限承載力的影響以及樓蓋高跨比、肋間距等參數的取值等問題，為該類樓蓋的設計提供參考。
  18. Considering the concrete cracking, the bent rigidity was corrected in terms of code for design of concrete structures ( gb50010 - 2002 ). with the receivable deviation in engineering, the calculated deformations and the ultimate capacities calculated by the formula of code are shown to be in satisfying agreement with the experimental results

    本文應用sap2000有限元程序對試驗模型進行了研究，分析了這種樓蓋結構的極限承載能力，並與實測承載力進行了對比，計算中考慮了開裂后各桿件剛度的修正。
  19. With the increase of the number of large - span large - area and large - space buildings in cities, temperature cracks of cast - in - place slab with large - area draw more and more public attentions. this problem has become a difficult nut in the engineering practice

    隨著大柱網、大空間結構形式的各種公共建築和工業廠房的不斷涌現，大面積現澆樓蓋結構也得到了日益廣泛的應用，而其裂縫引起的質量問題更是越來越受到各方面的重視，成為實際工程中急需解決的難題。
  20. The weight of this floor is small and the span of this floor is large. compared with the flat - slab floor, the flat - plate floor and the waffle floor, the cast - in - place reinforced concrete hollow flat - plate floor adapts the demands for the flat - plate floor system of this age. it has been used in some projects and has gained great social effects and economical profits

    現澆鋼筋混凝土空心板無梁樓蓋是一種新型的無梁樓蓋體系，它自重輕，跨度大，是繼帶柱帽的無梁樓蓋、平板無梁樓蓋、密肋無梁樓蓋之後，順應了時代對無梁樓蓋體系要求的新型無梁樓蓋體系，目前已經在一些工程項目上投入使用，取得了良好的經濟效益和社會效益。
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